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EN10253-4 Stainless Steel Butt Welded Fittings

Views: 52     Author: Chaos     Publish Time: 2024-02-19      Origin: Site

The EN 10253-4 standard is a production specification document for stainless steel butt welded pipe fittings, which specifies the dimensions, tolerance, and material properties of stainless steel butt welded pipe fittings. Stainless steel butt welded pipe fittings are widely used pipeline connecting components in the industrial field, made of stainless steel material, with corrosion resistance and high temperature resistance.

Performance Requirement

The EN 10253-4 standard for stainless steel butt welded pipe fittings also specifies the mechanical properties and testing methods of the fittings, such as tensile strength, yield strength, elongation, etc., to ensure that the fittings can withstand sufficient pressure and stress during use.

The EN10253-4 stainless steel butt welded pipe standard includes more than 20 European standard stainless steel materials, including X2CrNi18-9(1.4307)、X2CrNi19-11(1.4306)、X2CrNiN18-10(1.4311)、X5CrNi18-10(1.4301)、X6CrNiTi18-10(1.4541)、X6CrNiNb18-10(1.4550)、X1CrNi25-21(1.4335)、X2CrNiMo17-12-2(1.4404)。Stainless steel material.The following is a table of chemical composition and mechanical performance parameters for each material grade.

Chemical Composition

Table 3 — Chemical composition (cast analysis)a of austenitic stainless steels, in % by mass
Steel grade C

  max
Si

max
Mn

max
P

   max
S

   max
N Cr Cu Mo Nb Ni Ti Others
Steel  name Steel
number
X2CrNi18-9 1.4307 0.030 1.00 2.00 0.045b 0.015b ≤ 0.11 17.50-19.50 _ _ _ 8.00-10.00 _ _
X2CrNi19-11 1.4306 0.030 1.00 2.00 0.045b 0.015b ≤ 0.11 18.00-20.00 _ _ _ 10.00-12.00 _ _
X2CrNiN18-10 1.4311 0.030 1.00 2.00 0.045b 0.015b 0.12-0.22 17.00-19.50 _ _ _ 8.50-11.50 _ _
X5CrNi18-10 1.4301 0.07 1.00 2.00 0.045b 0.015b ≤ 0.11 17.00-19.50 _ _ _ 8.00-10.50 _ _
X6CrNiTi18-10 1.4541 0.08 1.00 2.00 0.045b 0.015b _ 17.00-19.00 _ _ _ 9.00-12.00 5xC-0.70 _
X6CrNiNb18-10 1.4550 0.08 1.00 2.00 0.045b 0.015b _ 17.00-19.00 _ _ 10xC-
1.00
9.00-12.00 _ _
X1CrNi25-21 1.4335 0.020 0.25 2.00 0.025 0.010 ≤ 0.11 24.00-26.00 _ ≤ 0.20 _ 20.00-22.00 _ _
X2CrNiMo17-12-2 1.4404 0.030 1.00 2.00 0.045b 0.015b ≤ 0.11 16.50-18.50 _ 2.00-2.50 _ 10.00-13.00 _ _
X5CrNiMo17-12-2 1.4401 0.07 1.00 2.00 0.045b 0.015b ≤ 0.11 16.50-18.50 _ 2.00-2.50 _ 10.00-13.00 _ _
X6CrNiMoTi17-12-2 1.4571 0.08 1.00 2.00 0.045b 0.015b _ 16.50-18.50 _ 2.00-2.50 _ 10.50-13.50 5xC-0.70 _
X2CrNiMo17-12-3 1.4432 0.030 1.00 2.00 0.045b 0.015b ≤ 0.11 16.50-18.50 _ 2.50-3.00 _ 10.50-13.00 _
X2CrNiMoN17-13-3 1.4429 0.030 1.00 2.00 0.045b 0.015b 0.12-0.22 16.50-18.50 _ 2.50-3.00 _ 11.00-14.00 _ _
X3CrNiMo17-13-3 1.4436 0.05 1.00 2.00 0.045b 0.015b ≤ 0.11 16.50-18.50 _ 2.50-3.00 _ 10.50-13.00 _ _
X2CrNiMo18-14-3 1.4435 0.030 1.00 2.00 0.045b 0.015b ≤ 0.11 17.00-19.00 _ 2.50-3.00 _ 12.50-15.00 _ _


Table 3 (end)
Steel grade C
max
Si
max
Mn
max
P
max
S
max
N Cr Cu Mo Nb Ni Ti Others
Steel name Steel
number
X2CrNiMoN17-13-5 1.4439 0.030 1.00 2.00 0.040b 0.015b 0.12-0.22 16.50-18.50 _ 4.00-5.00 _ 12.50-14.50 _ _
X2CrNiMo18-15-4 1.4438 0.030 1.00 2.00 0.040b 0.015b ≤ 0.11 17.50-19.50 _ 3.00-4.00 _ 13.00-16.00 _ _
X1NiCrMoCu31-27-4 1.4563 0.020 0.70 2.00 0.030 0.010 ≤ 0.11 26.00-28.00 0.70-1.50 3.00-4.00 _ 30.00-32.00 _ _
X1NiCrMoCu25-20-5 1.4539 0.020 0.70 2.00 0.030 0.010 ≤ 0.15 19.00-21.00 1.20-2.00 4.00-5.00 _ 24.00-26.00 _ _
X1CrNiMoCuN20-18-7 1.4547 0.020 0.70 1.00 0.030 0.010 0.18-0.25 19.50-20.50 0.50-1.00 6.00-7.00 _ 17.50-18.50 _ _
X1NiCrMoCuN25-20-7 1.4529 0.020 0.50 1.00 0.030 0.010 0.15-0.25 19.00-21.00 0.50-1.50 6.00-7.00 _ 24.00-26.00 _ _


a        Elements not listed in this table shall not be intentionally added to the steel without the agreement of the purchaser except for finishing the cast. All appropriate precautions are to be taken to avoid the
addition of such elements from scrap and other materials used in production which would impair mechanical properties and the suitability of the steel.
b        For fittings welded without filler material the sum of sulphur and phosphorus shall be maximum 0,040 %.


Table 4 — Chemical composition (cast analysis)a of austenitic-ferritc stainless steels, in % by mass
Steel grade C
max
Si
max
Mn
max
P
max
S
max
N Cr Cu Mo Ni Others
Steel name Steel
number
X2CrNiMoN22-5-3 1.4462 0.030 1.00 2.00 0.035 0.015 0.10-0.22 21.00-23.00 _ 2.50-3.50 4.50-6.50 _
X2CrNiN23-4b 1.4362 0.030 1.00 2.00 0.035 0.015 0.05-0.20 22.00-24.00 0.10-0.60 0.10-0.60 3.50-5.50 _
X2CrNiMoN25-7-4b 1.4410 0.030 1.00 2.00 0.035 0.015 0.20-0.35 24.00-26.00 _ 3.00-4.50 6.00- 8.00 _
X2CrNiMoCuWN25-7-4 1.4501 0.030 1.00 1.00 0.035 0.015 0.20-0.30 24.00-26.00 0.50-1.00 3.00-4.00 6.00-8.00 W 0.50- 1.00
X2CrNiMoCuN25-6-3 1.4507 0.030 0.70 2.00 0.035 0.015 0.15-0.30 24.00-26.00 1.00-2.50 2.70-4.00 5.50-7.50 _


a        Elements not listed in this table shall not be intentionally added to the steel without the agreement of the purchaser except for finishing the cast. All appropriate precautions are to be taken to avoid the
addition of such elements from scrap and other materials used in production which would impair mechanical properties and the suitability of the steel.
b        Patented steel grade


Table 5 — Permissible deviations of the product analysis from specified limits on cast analysis given in Tables 3 and 4
Element Limiting value for the cast analysis in
accordance width Tables 3 and 4

% by mass
Permissible deviation of the product
analysis a
% by mass
Carbon ≤ 0.030 + 0.005
> 0.030 ≤ 0.08 ± 0.01
Silicon ≤ 1.00 ± 0.05
Manganese ≤ 1.00 + 0.03
> 1.00 ≤ 2.00 + 0.04
Phosphorus ≤ 0.030 + 0.003
> 0.030 to ≤ 0.045 + 0.005
Sulphur ≤ 0.015 + 0.003
Nitrogen ≤ 0.35 ± 0.01
Chromium ≥ 10.50 ≤ 15.00 ± 0.15
> 15.00 ≤ 20.00 ± 0.20
> 20.00 ≤ 28.00 ± 0.25
Copper ≤ 1.00 ± 0.07
> 1.00 ≤ 2.50 ± 0.10
Molybdenum ≤ 0.60 ± 0.03
> 0.60 ≤ 1.75 ± 0.05
> 1.75 ≤ 7.00 ± 0.10
Niobium ≤ 1.00 ± 0.05
Nickel ≤ 1.00 ± 0.03
>1.00 ≤ 5.00 ± 0.07
> 5.00 ≤ 10.00 ± 0.10
> 10.00 ≤ 20.00 ± 0.15
> 20.00 ≤ 32.00 ± 0.20
Titanium ≤ 0.70 ± 0.05
Tungsten ≤ 1.00 ± 0.05


a        If several product analyses are carried out on one cast, and the contents of an individual element determined lie outside the permissible range of the chemical composition specified for the cast analysis, then it is only allowed to exceed the permissible maximum value or to fall short of the permissible minimum value, but not both for one cast.

Mechanical Properties

Table 6 — Mechanical properties for wall thicknesses up to 60 mm at room temperature and impact properties at − 196 °C of austenitic stainless steels
in the solution annealed condition (+AT), heat treatment and information about resistance to intergranular corrosion
Steel grade Hardness

HB

max
Tensile properties at room temperatureb Impact propertiesa

Minimum average absorbed
energy
KV
J
min
Reference heat treatment
conditions
Resistance to
intergranular
corrosion
Limit
temp.


°Ci
Proof
strength
Tensile
strengthh
Rm
MPa
Elongationc

A
%
min
Rp0,2
MPa
min
Rp1,0
MPa
min
Solution
temperature
d
Cooling in
e
f Method of
EN ISO
3651-2
Steel name Steel number l t at RT
l                t
at-196 °C
        t
X2CrNi18-9 1.4307 200 180 215 470-670 40 35 100 60 60 1000-1100 w, a yes A 350
X2CrNi19-11 1.4306 200 180 215 460-680 40 35 100 60 60 1000-1100 w, a yes A 350
X2CrNiN18-10 1.4311 210 270 305 550-760 35 30 100 60 60 1000-1100 w, a yes A 400
X5CrNi18-10 1.4301 200 195 230 500-700 40 35 100 60 60 1000-1100 w, a yesg A 300
X6CrNiTi18-10 1.4541 210 200 235 500-730 35 30 100 60 60 1020-1120 w, a yes A 400
X6CrNiNb18-10 1.4550 210 205 240 510-740 35 30 100 60 60 1020-1120 w, a yes A 400
X1CrNi25-21 1.4335 220 180 210 470-670 45 40 100 60 60 1030-1110 w, a yes A 400
X2CrNiMo17-12-2 1.4404 200 190 225 490-690 40 30 100 60 60 1020-1120 w, a yes A 400
X5CrNiMo17-12-2 1.4401 200 205 240 510-710 40 30 100 60 60 1020-1120 w, a yesg A 300
X6CrNiMoTi17-12-2 1.4571 210 210 245 500-730 35 30 100 60 60 1020-1120 w, a yes A 400
X2CrNiMo 17-12-3 1.4432 200 190 225 490-690 40 30 100 60 60 1020-1120 w, a yes A 400
X2CrNiMoN17-13-3 1.4429 220 295 330 580-800 35 30 100 60 60 1020-1120 w, a yes A 400
X3CrNiMo17-13-3 1.4436 200 205 240 510-710 40 30 100 60 60 1020-1120 w, a yesg A 300
X2CrNMo18-14-3 1.4435 200 190 225 490-690 40 30 100 60 60 1020-1120 w, a yes A 400
X2CrNiMoN17-13-5 1.4439 200 285 315 580-800 35 30 100 60 60 1100-1140 w, a yes C 400
X2CrNiMo18-15-4 1.4438 200 220 250 490-690 35 30 100 60 60 1100-1160 w, a yes C 400
X1CrMoCu31-27-4 1.4563 220 215 245 500-750 40 35 120 90 60 1100-1160 w, a yes C 400


Table 6 (end)
Steel grade Hardness
HB
max
Tensile properties at room temperatureb Impact propertiesa

Minimum average absorbed
energy
KV
J
min
Reference heat treatment
conditions
Resistance to
intergranular
corrosion
Limit
   temp.
°Ci
Proof
strength
Tensile
strengthh
       Rm
     MPa
Elongationc

A
%
min
Rp0,2
MPa
min
Rp1,0
MPa
min
Solution
temperature
d
Cooling in
e
f Method of
EN ISO
3651-2
Steel name Steel number l t at RT
l                t
at-196 。C
        t
X1NiCrMoCu25-20-5 1.4539 220 220 250 520-720 35 30 120 90 60 1100-1150 w, a yes C 400
X1CrNiMoCuN20-18-7 1.4547 220 300 340 650-850 35 30 100 60 60 1180-1230 w, a yes C 400
X1NiCrMoCuN25-
20-7
1.4529 220 300 340 600-800 40 40 120 90 60 1120-1180 w, a yes C 400



a For wall thicknesses greater than 60 mm the mechanical properties are subject to agreement at the time of enquiry and order.  Option 7: Agreed mechanical properties for wall thicknesses greater than 60 mm apply.
b l = longitudinal ; t = transverse.
c See also 7.2.3.1.
d The maximum temperatures are for guidance only.
e w = water ; a = air ; cooling sufficiently rapid.
f When tested in accordance with EN ISO 3651-2 (Appropriate method, A or B or C, shall be as indicated) up to the limit temperatures indicated in the last column of table 8.
g In delivery condition. (Normally not fulfilled in the sensitized condition).
h For the delivery conditions W 0, W 1 and W 2 which do not include solution annealing, the upper Rm   limit may be exceeded by 70 MPa .
i Up to these temperatures, the material should, within 100 000 h, not have changed so as to show susceptibility of intergranular corrosion, when tested in conformity with EN       ISO 3651-2.


Table 7 — Mechanical properties for wall thicknesses up to 30 mm at room temperature and impact properties at - 40。C of austenitic-ferritic stainless steel in
the solution annealed condition (+AT), heat treatment and information about resistance to intergranular corrosion
Steel grade Hardness


HB


max
Tensile properties at room
temperaturea
Impact propertiesa Reference heat
treatment conditions
Resistance to
intergranular
corrosion
Limit
 temp.
f
°C
Proof
strengt
 h
Rp0,2
MPa
min
Tensile
strength

       Rm
   MPa
Elongationb


A
%
min


l           t
Minimum average
absorbed energy

KV
J
min
Steel name Steel
number
Solution
temperature
c
Cooling
     ind
e Method
in
EN ISO
3651-2
at RT at -40
。C

t
l t





X2CrNiMoN22-5-3 1.4462 290 450 700-920 25 20 120 90 40 1020-1100 w, a yes B 250
X2CrNiN23-4 1.4362 290 400 600-820 25 25 120 90 40 950-1050 w, a yes A 250
X2CrNiMoCuN25-6-3 1.4507 310 500 700-900 20 20 100 100 40 1080-1160 w yes B 250
X2CrNiMoN25-7-4 1.4410 310 550 800-1000 20 20 100 100 40 1040-1120 w yes B or C 250
X2CrNiMoCuWN 25-7-4 1.4501 310 550 800-1000 20 20 100 100 40 1080-1160 w yes B or C 250


a l = longitudinal ; t = transverse.
b See also 7.2.3.1.
c The maximum temperatures are for guidance only.
d w = water ; a = air ; cooling sufficiently rapid.
e When tested in accordance with EN ISO 3651-2 (Appropriate method, A or B or C, shall be as indicated) up to 250 °C.
f Up to these temperatures, the material should, within 100 000 h, not have changed so as to show susceptibility of intergranular corrosion, when tested in conformity    with EN ISO 3651-2.


Types Of EN10253-4 Stainless Steel Butt Welded Pipe Fittings

Stainless steel fittings are commonly used to connect different parts of pipeline systems to ensure smooth fluid or gas transmission. According to the EN 10253-4 standard, the dimensions of stainless steel fittings should comply with the standard provisions to ensure interchangeability and assembly accuracy of the fittings. At the same time, the material requirements for pipe fittings should also comply with standard regulations to ensure the quality and reliability of the fittings.

The EN10253-4 standard includes various types of stainless steel butt welded pipe fittings, including 45 degree elbows, 90 degree elbows, 180 degree elbows, equal tees, reducing tees, concentric reducers, eccentric reducers, and caps.


The EN10253-4 standard has important guiding significance for the manufacturing and use of stainless steel fittings, ensuring the quality and reliability of fittings, and ensuring the normal operation and safety of pipeline systems. When selecting pipeline fittings, specific application requirements such as pressure, temperature, fluid characteristics, mechanical loads, and cost should be considered. In addition, the specific selection should also be based on the suggestions of engineers or designers to ensure that the selected fittings meet the requirements of the project.

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